{"id":1117,"date":"2022-04-08T17:57:11","date_gmt":"2022-04-08T16:57:11","guid":{"rendered":"https:\/\/www.mub.eps.manchester.ac.uk\/structural-concepts\/?page_id=1117"},"modified":"2022-04-08T17:57:11","modified_gmt":"2022-04-08T16:57:11","slug":"practical-examples-section","status":"publish","type":"page","link":"https:\/\/www.sites.se.manchester.ac.uk\/structural-concepts\/practical-examples-section\/","title":{"rendered":"Practical Examples"},"content":{"rendered":"\n<h1 class=\"wp-block-heading\">Practical Examples<\/h1>\n\n\n\n<h3 class=\"wp-block-heading\">Statics<\/h3>\n\n\n\n<p>1. <a href=\"https:\/\/www.mub.eps.manchester.ac.uk\/structural-concepts\/equilibrium\/\">Equilibrium<\/a><\/p>\n\n\n\n<p>Example 1: A barrier<br>Example 2: A footbridge<br>Example 3: An equilibrium kitchen scale<br>Example 4: Magnetic float train<br>Example 5: A dust tray<\/p>\n\n\n\n<p>2. <a href=\"https:\/\/www.mub.eps.manchester.ac.uk\/structural-concepts\/centre-of-mass\/\">Centre of Mass<\/a><\/p>\n\n\n\n<p>Example 1: Cranes on construction sites<br>Example 2: The Eiffel Tower<br>Example 3: A display unit<br>Example 4: The Kio Towers<\/p>\n\n\n\n<p>3. <a href=\"https:\/\/www.mub.eps.manchester.ac.uk\/structural-concepts\/effect-of-different-cross-sections\/\" data-type=\"page\" data-id=\"849\">Effect of Different Cross Sections<\/a><\/p>\n\n\n\n<p>Example 1: A steel framed building<br>Example 2: A railway bridge:<br>Example 3: I section members with holes (cellular beams and columns)<\/p>\n\n\n\n<p>4. <a href=\"https:\/\/www.mub.eps.manchester.ac.uk\/structural-concepts\/bending\/\" data-type=\"page\" data-id=\"973\">Bending<\/a><\/p>\n\n\n\n<p>Example 1: Profiles of girders<br>Example 2: Reducing bending moments using overhangs<br>Example 3: Failure due to bending<br>Example 4: Deformation of a staple due to bending<\/p>\n\n\n\n<p>5. <a href=\"https:\/\/www.mub.eps.manchester.ac.uk\/structural-concepts\/shear-and-torsion\/\" data-type=\"page\" data-id=\"875\">Shear and Torsion<\/a><\/p>\n\n\n\n<p>Example 1: Composite section of a beam<br>Example 2: Shear walls in a building<br>Example 3: Opening a drinks bottle<\/p>\n\n\n\n<p>6. <a href=\"https:\/\/www.mub.eps.manchester.ac.uk\/structural-concepts\/stress-distribution\/\" data-type=\"page\" data-id=\"930\">Stress Distribution<\/a><\/p>\n\n\n\n<p>Example 1: Flat shoes vs high-heel shoes<br>Example 2: The Leaning Tower of Pisa<\/p>\n\n\n\n<p>7. <a href=\"https:\/\/www.mub.eps.manchester.ac.uk\/structural-concepts\/span-and-deflection\/\" data-type=\"page\" data-id=\"996\">Span and Deflection<\/a><\/p>\n\n\n\n<p>Example 1: Column supports<br>Example 2: The Phenomenon of prop roots<br>Example 3: Metal props used in structures<\/p>\n\n\n\n<p>8. <a href=\"https:\/\/www.mub.eps.manchester.ac.uk\/structural-concepts\/direct-force-paths\/\" data-type=\"page\" data-id=\"1061\">Direct Force Path<\/a><\/p>\n\n\n\n<p>Example 1: Bracing systems of tall buildings<br>Example 2: Bracing systems of scaffolding structures<\/p>\n\n\n\n<p>9. <a href=\"https:\/\/www.mub.eps.manchester.ac.uk\/structural-concepts\/smaller-internal-forces\/\" data-type=\"page\" data-id=\"1070\">Smaller Internal Forces<\/a><\/p>\n\n\n\n<p>Example 1: Raleigh Arena<br>Example 2: Zhejiang Dragon Sports Centre<br>Example 3: A cable-stayed bridge<br>Example 4: A floor structure experiencing excessive vibration<\/p>\n\n\n\n<p>10. <a href=\"https:\/\/www.mub.eps.manchester.ac.uk\/structural-concepts\/buckling\/\" data-type=\"page\" data-id=\"1080\">Buckling<\/a><\/p>\n\n\n\n<p>Example 1: Buckling of bracing members<br>Example 2: Buckling of a box girder<br>Example 3: Prevention of lateral buckling of beams<br>Example 4: Bistability of a slap band<\/p>\n\n\n\n<p>11. <a href=\"https:\/\/www.mub.eps.manchester.ac.uk\/structural-concepts\/prestress\/\" data-type=\"page\" data-id=\"1084\">Prestress<\/a><\/p>\n\n\n\n<p>Example 1: A centrally post-tensioned column<br>Example 2: An eccentrally post-tensioned beam<br>Example 3: Spider&#8217;s web<br>Example 4: A cable-net roof<\/p>\n\n\n\n<p>12. <a href=\"https:\/\/www.mub.eps.manchester.ac.uk\/structural-concepts\/horizontal-movement\/\" data-type=\"page\" data-id=\"1090\">Horizontal Movements of Structures Induced by Vertical Loads<\/a><\/p>\n\n\n\n<p>Example 1: A grandstand<br>Example 2: A building floor<br>Example 3: Rail bridges<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Dynamics<\/h3>\n\n\n\n<p>1. <a href=\"https:\/\/www.mub.eps.manchester.ac.uk\/structural-concepts\/energy-exchange\/\" data-type=\"page\" data-id=\"540\">Energy Exchange<\/a><\/p>\n\n\n\n<p>Example 1: Roller coasters<br>Example 2: A torch without a battery<\/p>\n\n\n\n<p>2. <a href=\"https:\/\/www.mub.eps.manchester.ac.uk\/structural-concepts\/pendulum-systems\/\" data-type=\"page\" data-id=\"554\">Pendulum Systems<\/a><\/p>\n\n\n\n<p>Example 1: An inclined suspended wooden bridge in a playground<br>Example 2: Seismic isolation of a floor<br>Example 3: The Foucault pendulum<\/p>\n\n\n\n<p>3. <a href=\"https:\/\/www.mub.eps.manchester.ac.uk\/structural-concepts\/free-vibration\/\" data-type=\"page\" data-id=\"561\">Free Vibration<\/a><\/p>\n\n\n\n<p>Example 1: A musical box<br>Example 2: Measurement of the fundamental natural frequency of a building through free vibration generated using vibrators<br>Example 3: Measurement of the fundamental natural frequencies of a stack through vibration generated by the environment<br>Example 4: The tension forces in the cables in the London Eye<br>Example 5: A toilet seat-cover<\/p>\n\n\n\n<p>4. <a href=\"https:\/\/www.mub.eps.manchester.ac.uk\/structural-concepts\/resonance\/\" data-type=\"page\" data-id=\"572\">Resonance<\/a><\/p>\n\n\n\n<p>Example 1: The London Millennium Footbridge<br>Example 2: Avoidance of resonance &#8211; design of structures used for pop concerts<br>Example 3: Measurement of the resonance frequency of a building<br>Example 4: An entertaining resonance phenomenon<br>Example 5: Vibration of a hanging light<\/p>\n\n\n\n<p>5. <a href=\"https:\/\/www.mub.eps.manchester.ac.uk\/structural-concepts\/damping\/\" data-type=\"page\" data-id=\"576\">Damping<\/a><\/p>\n\n\n\n<p>Example 1: Damping ratio obtained from free vibration tests<br>Example 2: Damping ratio obtained from forced vibration tests<br>Example 3: Reducing footbridge vibrations induced by walking<br>Example 4: Reducing floor vibration induced by walking<\/p>\n\n\n\n<p>6. <a href=\"https:\/\/www.mub.eps.manchester.ac.uk\/structural-concepts\/vibration-reduction\/\" data-type=\"page\" data-id=\"579\">Vibration Reduction<\/a><\/p>\n\n\n\n<p>Example 1: Tyres used for vibration isolation<br>Example 2: The London Eye<br>Example 3: The London Millennium Footbridge<\/p>\n\n\n\n<p>7. <a href=\"https:\/\/www.mub.eps.manchester.ac.uk\/structural-concepts\/human-body-models-in-structural-vibration\/\" data-type=\"page\" data-id=\"583\">Human Body Models in Structural Vibration<\/a><\/p>\n\n\n\n<p>Example 1: The effect of stationary spectators on a grandstand<br>Example 2: Calculation of the natural frequencies of a grandstand<br>Example 3: Dynamic response of a structure used at pop concerts<br>Example 4: Indirect measurement of the fundamental natural frequency of a standing person<br>Example 5: Indirect measurement of the fundamental natural frequency of a chicken<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Practical Examples Statics 1. Equilibrium Example 1: A barrierExample 2: A footbridgeExample 3: An equilibrium kitchen scaleExample 4: Magnetic float trainExample 5: A dust tray 2. Centre of Mass Example 1: Cranes on construction sitesExample 2: The Eiffel TowerExample 3: A display unitExample 4: The Kio Towers 3. Effect of Different Cross Sections Example 1: [&hellip;]<\/p>\n","protected":false},"author":3,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"page-intro.php","meta":{"_genesis_hide_title":false,"_genesis_hide_breadcrumbs":false,"_genesis_hide_singular_image":false,"_genesis_hide_footer_widgets":false,"_genesis_custom_body_class":"","_genesis_custom_post_class":"","_genesis_layout":"","footnotes":""},"class_list":{"0":"post-1117","1":"page","2":"type-page","3":"status-publish","5":"entry"},"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.4 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Practical Examples - Seeing and Touching Structural Concepts<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.sites.se.manchester.ac.uk\/structural-concepts\/practical-examples-section\/\" \/>\n<meta property=\"og:locale\" content=\"en_GB\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Practical Examples - Seeing and Touching Structural Concepts\" \/>\n<meta property=\"og:description\" content=\"Practical Examples Statics 1. 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